Fast Stiffness Matrix Calculation for Nonlinear Finite Element Method

Table 5

The displacements (in m) at green nodes using the linear FEM for the third experiment. The displacements at blue nodes are zero.

Node	Displacement-	Displacement-	Displacement-
5	5.004	230.5	7.241
6	−0.4613	239.9	0.01444
9	−2.3	231.8	6.271
10	−4.602	237.5	−0.1437
41	0.5991	234.5	−0.17